Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Qasim Muhammed SHAKIR"'
Publikováno v:
Journal of Materials and Engineering Structures, Vol 11, Iss 1, Pp 5-20 (2024)
In recent years, the use of waste construction materials in the production of sustainable and cost-effective structural members such as deep beams has become more interesting. In the present work, a new sustainable model of a hybrid deep beam has bee
Externí odkaz:
https://doaj.org/article/3d3aa270f604465f8d1a10ba8f561aa4
Analysis, Behavior, Strengthening and repairing of Reinforced Concrete Corbels: Comprehensive Review
Autor:
Qasim Muhammed SHAKIR
Publikováno v:
Journal of Materials and Engineering Structures, Vol 10, Iss 2, Pp 157-184 (2023)
In this review, an extensive survey on the theoretical models and approaches that were proposed in literature to study the behavior of RC corbels has been presented. Such approaches included the shear friction approach, strut and tie model, finite el
Externí odkaz:
https://doaj.org/article/34d2069369d8477b901246e762f42b4c
Autor:
Qasim Muhammed SHAKIR, Sara H. HAMAD
Publikováno v:
Journal of Materials and Engineering Structures, Vol 10, Iss 1, Pp 33-49 (2023)
This research presents an experimental investigation on the behaviour of RC dapped end beams with loaded openings that have been strengthened initially with four different techniques including steel fibre concrete, inclined crossed bars, jacketing wi
Externí odkaz:
https://doaj.org/article/f5146c988cac48108e3d3009cda65e6a
Autor:
Qasim Muhammed SHAKIR, Ruqyia ALLIWE
Publikováno v:
Journal of Materials and Engineering Structures, Vol 7, Iss 2, Pp 167-184 (2020)
An experimental study has been conducted to explore the response of self-compacting RC drop in- beams retrofitted with NSM steel bars under short-term static loading. Eleven specimens have been tested in this program, each of (200x400x1600 mm) dimens
Externí odkaz:
https://doaj.org/article/ab83f78ff47e488ca27346c3407927dc
Autor:
Qasim Muhammed SHAKIR, Baneen B. ABD
Publikováno v:
Journal of Materials and Engineering Structures, Vol 6, Iss 3, Pp 359-374 (2019)
In this work, an experimental study has been conducted to investigate the behavior of self-consolidating high strength reinforced concrete dapped end beams upgraded with CFRP composites. A series of 14-specimens have been tested, each of with length
Externí odkaz:
https://doaj.org/article/0c5b5cc1d49a4e3abc61c175f2e81504